An 1100 ft. straight line route survey, which had PI's at3+81.27 (I = 12o30') and 5+42.30 (I = 10o56'), laterhad 600 ft radius simple curves inserted at each PI. Compute the following:
a)Curve data for each curve: Da, T, L, LC, E, and MO
b)stations of the PC and PT for each curve
c)the equation of chainage (what is the last station after the curves have been inserted)